940.2 Spacing between Interchanges

From Engineering_Policy_Guide
Revision as of 12:28, 30 May 2007 by Smithk (talk | contribs) (article construction)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search
File:940.2 Spacing Between Interchanges.jpg


Adequate spacing is needed between grade-separated interchanges on high-speed roads to allow for safe and efficient weaving or changing of lanes for traffic that is entering and exiting. Generally, speeds are higher in rural areas so interchanges must be spaced farther apart there than in urban areas.

Interchange spacing decisions are to be supported by an operational and level of traffic service analysis. Connectivity, speed and safety are also to be considered. In highly dense urban central city areas, the configuration of the local street system may require a closer interchange spacing to maintain connections and mobility.

Interchange Clearance Situations, indicated as Distance "A"


Table 940.2 Interchange Clearance Situations
Roadway Classification In Current and Projected Urban Areas In Rural Areas
Major 2 - 3 miles* 2 - 5 miles
Minor Generally Not Applicable Generally Not Applicable
* Spacing less than two miles in urban areas may be considered, when analysis indicates the lesser spacing is acceptable. However, consider all other options before spacing is reduced.

Spacing greater than the distances shown is advantageous for safety and operations. Distances shown are between the centers of interchanges.